Results 191 to 200 of about 285,742 (250)
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Computers and Geotechnics, 1987
Abstract The optimisation of pile groups is studied using an optimisation technique in conjunction with a discrete element method for pile group settlement analysis. It is demonstrated that it is possible to optimise the performance of pile groups by minimising the load differentials between piles and/or differential settlements.
Chow, Y.K., Thevendran, V.
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Abstract The optimisation of pile groups is studied using an optimisation technique in conjunction with a discrete element method for pile group settlement analysis. It is demonstrated that it is possible to optimise the performance of pile groups by minimising the load differentials between piles and/or differential settlements.
Chow, Y.K., Thevendran, V.
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Pile‐Cap‐Pile‐Group Interaction in Nonhomogeneous Soil
Journal of Geotechnical Engineering, 1991A numerical method of analysis is presented to study the behavior of vertically loaded pile groups embedded in a nonhomogencous soil with the pile caps in contact with the ground. The considered soil profiles consist of soil with Young's moduli increasing linearly with depth.
Y. K. Chow, C. I. Teh
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General elastic analysis of piles and pile groups
International Journal for Numerical and Analytical Methods in Geomechanics, 2000zbMATH Open Web Interface contents unavailable due to conflicting licenses.
Xu, K. J., Poulos, H. G.
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Jet scour around vertical piles and pile groups
Ocean Engineering, 2005Abstract Ship-induced local scours by propeller jets cause considerable damage around harbour structures. This study investigated the local scour around piles and pile groups. In the case of pile clusters, group effects become important, as does the angle of orientation of the pile groups to the prevailing direction of waves and currents.
ÇEVİK, Esin +3 more
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The Problem of Pile Group–Pile Cap Interaction
Géotechnique, 1971Synopsis The Paper presents an elastic analysis of two problems concerning the interaction with the supporting ground of an arbitrarily spaced group of piles, embedded in a smooth ground contacting pile cap of any shape, namely the load displacement behaviour of the system and the load distribution between the piles in the group and the cap.
R. Butterfield, P.K. Banerjee
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Load Transfer Mechanisms in Piles and Pile Groups
Journal of the Geotechnical Engineering Division, 1982This paper describes patterns of measured load transfer in a full-sized instrumented pile group; subgroups within the main group; and in single control piles loaded in compression. The effects of residual stresses and uplift loading on load transfer are also described.
Michael W. O'Neill +2 more
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WAVE FLOW AROUND THIN PILES AND PILE GROUPS
Journal of Hydraulic Research, 1982An experimental study of wave only of interest to researche shore platforms. The American up must be taken into account on offshore platforms in orde wave striking the platform's add a small percentage of the depth. The research conducted mates of runup on piles and p diameter (D) much less than a between runup and velocity he as small as 0.015 (the ...
J. P. Haney, J. B. Herbich
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Behavior of Laterally Loaded Piles: II-Pile Groups
Journal of the Soil Mechanics and Foundations Division, 1971An elastic analysis is presented for the horizontal displacement and rotation of a laterally loaded pile group and the distribution of horizontal forces within the group. The interaction between two identical equally loaded piles is analyzed first, and the increases in displacement and rotation of the piles, in relation to the single pile values, are ...
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